WELCOME TO  MOSES Rev devlop
                         ============================
 
              This Program is licensed for the exclusive use of
 
                               Ultramarine inc.
 
              Copying of this program or use  by  anyone  other
              than  an  employee  of  the  above  firm  without
              written  consent  of  Ultramarine   is   strictly
                                 prohibited.
 
 
 
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>&device -g_default device -oecho no
>inmodel
 *zp000 2  0
 *zp010 1.969615  0.3472964
 *zp020 1.879385  0.6840402
 *zp030 1.732051  1
 *zp040 1.532089  1.285575
 *zp050 1.285575  1.532089
 *zp060 1  1.732051
 *zp070 0.6840406  1.879385
 *zp080 0.3472966  1.969615
 *zp090 3.894144E-7  2
 *zp100 -0.3472958  1.969615
 *zp110 -0.6840398  1.879385
 *zp120 -1  1.732051
 *zp130 -1.285575  1.532089
 *zp140 -1.532088  1.285575
 *zp150 -1.732051  1
 *zp160 -1.879385  0.684041
 *zp170 -1.969615  0.347297
 *zp180 -2  7.788289E-7
 *zp190 -1.969616  -0.3472956
 *zp200 -1.879385  -0.6840394
 *zp210 -1.732051  -0.9999993
 *zp220 -1.532089  -1.285574
 *zp230 -1.285576  -1.532088
 *zp240 -1.000001  -1.73205
 *zp250 -0.684041  -1.879385
 *zp260 -0.3472972  -1.969615
 *zp270 -9.298247E-7  -2
 *zp280 0.3472954  -1.969616
 *zp290 0.6840394  -1.879385
 *zp300 0.9999991  -1.732052
 *zp310 1.285574  -1.53209
 *zp320 1.532088  -1.285576
 *zp330 1.73205  -1.000001
 *zp340 1.879385  -0.6840416
 *zp350 1.969615  -0.3472978
    Time To perform Inmodel                         : CP=     0.08
>&title Plate with Hole
>&subtitle Original Mesh
>&selec :p -sel *a@ *b@ *c@ *d@ *e@ *f@
>&channel gra -file hole.ans/ho_orig.eps
>&pict top -type struct -poin :p -ano poin -color default
>&summ
                           +++ & S U M M A R Y +++
                           =======================
 
 
>plate
>cat
>end
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                      +++ M O D E L   E D I T I N G +++
                      =================================
 
 
                               +++ M A I N +++
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                         +++ M O D E L   S I Z E +++
                         ===========================
 
 
                      Number of Bodies          =     1
 
                      Number of Parts           =     2
 
                      Number of Compartments    =     1
 
                      Number of Load Groups     =     6
 
                      Number of Panels          =     0
 
                      Number of Points          =  2761
 
                      Number of Nodes           =  2732
 
                      Number of Classes         =     3
 
                      Number of Elements        =    19
 
                      Number of Sub Elements    =  5287
 
                      Number of Load Points     = 21004
 
                      Number of Load Attributes =     0
 
                      Number of Load Cases      =     0
                +++ S T R U C T U R A L   S O L U T I O N +++
                =============================================
 
 
                    Generating Loads on TEST at Time 0.000
                    ======================================
                              Total Global Force
          -1200.00      0.00      0.00         0         0         0
    Time To Generate Load Cases                     : CP=     0.03
                        Reducing Stiffness of DEFAULT
                        =============================
    Time to Define Model Topology                   : CP=     0.18
    Time to Complete Nodal Loads                    : CP=     0.01
    Time to Define Stiffness Blocks                 : CP=     0.01
    Time to Form Element Matricies                  : CP=     0.28
    Time to Form Global Stiffness Matrix            : CP=     0.04
    Time to Form Global Load Matrix                 : CP=     0.00
        *** WARNING: 4.7 Sig. Figures Lost At **IN1427 In Direction  Z
        ==============================================================
    Time to Factor Stiffness Matrix                 : CP=     1.22
                         Expanding Results of DEFAULT
                         ============================
    Time For Backward Substitution                  : CP=     0.00
    Time to Store Deflections                       : CP=     0.01
    Time to Store Element Internal Loads            : CP=     0.09
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         +++ S T R U C T U R A L   P O S T - P R O C E S S I N G +++
         ===========================================================
 
 
                               +++ M A I N +++
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                          MOSES   Finished Normally
                          =========================
                           CP Time             3.12
                           ========================
                           Total Units         3.12
                           ========================